HomeMy WebLinkAbout6295-2CONSTRUCTION NOTES:
QTY:
O-PROTECT IN PIALE, ITEM PER PLAN. N(A -_EY EL
O_ 601111 '
F_ ITEM TTER ie5
AD "HE Orb Gi, lF
S 940. sF _
AC FR.4MEM1T OF C _E
AGGREGATE BASE .IE o �.
5 REMCYE AND DSPaE OF EXISTING TREE 4 EA EXE EnT AS pHONM S P'C O ol¢
9W0 -_� L GN LANBO QON LANBO / 2;T ��s rv�i ..E
(, REMOVA.. LUTRSIRCUT CGOARETCSAS D OTHER HARDSCAPE NEACLEFAIE
Q TOPS UC 3. ENCH mCKHAC P V HT
011 £ ET
.NCH OF
'R CAB OVER 200 TONi BR=pz
2- 1 95% COMPACTED NAIVE PER CITY OF FONTANA SANBARp 008. 59 TON 0_GRIND AND OVERLAY E%STING AN P.—MENT 0,17' MINIMUM PER DETAIL 'A' 00 SF
PER 6]5
PEREMA SR TON
Q1Ey J
-GOES-CH CURB AND
STANDARD PLANRE�R�OVER 95R COMPACTED NATIVE
CYPRESS AVE YAR lAR. t< <0
CONSTRUCT a -ITCH PCC SIDEWALK OVER 95% COMPACTED NAIVE EF Q-MILK PER CT OF FONTANA STANDARD PLAN 1006. 2'G�' n nTs N vA DETAIL 'B'
Q-REMC E EXGTNG AND INSTALL WALKWAY IN KIND, 55 SF DEPRESSED DRIVEWAY
1CCONSTRUCT 6-INCH THICK PCC DEPRESSED DRIVEWAY APPROACH OVER NT$
12-INCH 95% COMPACTED NAIVE, PER DETAIL 'B'. NEREGN 1.453 SF
1
11222
_CON TRUCT
NA— INCI THICK PCC DRIVEWAY TRANSITION OVER 12-INCH 95% .10 Y
_RELOCATE EXISTING MAILBOX. I EA _Lf EX _ 5'
V INSTALL LAIDSCAPE AND RRGATON ry KIND, 1 LS YAR�
�4�-ADJUST EXISTING LT,�TY TO GRADE 10 EA -� In CH
5 _RELOCATE EwsrlvG POWER POLE AND cur w,kE ter OTIERs,. EA _ 1 z qz
_REMOOE OaE GATEIRENCE TEMPORARLY FOR INivEWAY iRANsrON AND REINSTALL. S EA —I m KPC AN_ 0.,
6 ... CCNSAL CD E C _ MCK AC DR :£WAY TRANSTON OVER t2 NCH 95R ET5 C' f G
Lam. COMP iE NATIVE, 21
MAx
SECTION A -A
GRADING DRIVEWAY TRANSITION
MS
El
JUNIPER AVE
R.
Q
IMMISECTIO1
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CIJ '�+ A
n .-INCH LF-\ unz
TO - CAT
CC
2 f1O G S l," � _c SECTION A
ABBREVIATIONS:
\N N MJViI �> PCC DRIVEWAY TRANSITION N
CO NT$
EXP PAW.
ABC "_-\PROPPROOSEFIRE HYDRANT
EEXISTING MANHOLE OERL _
E-ETRIALL- 3b 5VAR
OPGE FP ACE OF EMENT Me EXCIEMEi DROP AGPAEMENT OVERM5%
FLOW"'BE PP WPQE 112-INCH95% COMPACTED MA— O
TO
TOP IT Luke SM SEWER MANHOLE DETAIL'A' DETAIL "C" --In CH
OF CURB FACE LEFT COLD PLAN AND OVERLAY SIDEWALK CONSTRUCTION CLEARANCE .P� m+x+x
SIR BEGINNING DF CURB RETURN IT IGHT BEDS BEDS
ECR END OF CURB A TURN EA EACH
A, CENTERLINE AC ASPHALT CONCRETE
M—
" k(W RIGHT-OF-WAY BEG- BEGIN LEGEND: BBEG' G RTCAL CURI TRANS. TRANSTION SECTION A -A
EEC END VERTICAL IRVE ICYazmEklY CONSTRUCT PCC P—MENT AC DRIVEWAY TRANSITION
EASmERLY 0 CONS —OF AL PAVEMENT MS
TK WESIONIF PROPOSED GRIND AND OVERLAY
�SHEDNSUkFACE StA. STALION
LIP FIG CF GUTTER ELEY ELEVATION — - - — PROPOSED RIGHT-CF-WAY
WATER VA— PCC PORTLANI CEMENT CONCRETE - - ENDING RIGHT-OF-WAY
MM WATER METER CB CATCH BASIN - - EXISTNG CENTERLINE
PB WBO% ,..HT L: IVEWAY iwNG EXISTING GAS LINE
G GAS VA _ LX LEFT DRIVEWAY III EXISTING WATER NBC
SD STORM p DRAIN ARIES EXISTING C�RHEAD INC
CAB CRUSHED AGGREGATE BASE AeR AGGREGATE BASE
UNDERGROUND SERVICE ALERT (USA) FICULT RIO-10O OF THE R IR o oe Ss ce�._� CITY OF FONTANA, CALIFORNIA
ITS THE uw At —' It-.-R nE a�oT a t �E T HI rae F' s KOWA STREET IMPROVEMENT PLAN
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